Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 9, Problem 9.13PFS

Use both LRFD and ASD methods for these beams for which full lateral bracing of the compression flange is provided.

9-13. The section shown in Fig. P9-13 has two 3 / 4 -in 0 bolts passing through each flange and cover plate. Find the design load, w a , and factored load, w u , that the section can support, in addition to its own weight, for a 22 ft simple span if it consists of a steel with F y = 50 ksi . Deduct all holes for calculating section properties.

Chapter 9, Problem 9.13PFS, Use both LRFD and ASD methods for these beams for which full lateral bracing of the compression

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